BRES2022-0018 a-compressedPROJECT STATUS REPORT
CaICERTS, Inc
Effective 10/06/2022 07:38
(Page 1 of 3)
GENERAL INFORMATION
Energy Standards Code Year:
2019
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Project Name:
Signature at PGA West aka La Quinta
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Project Type:
New Construction SFR
Address:
Lot 14 - 80-229 Platinum Way
City/State/Zip:
La Quinta / CA / 92253
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Enforcement Agency:
City of La Quinta
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Easy to Verify @ calcerts.com
Permit Number:
BRES2022-0018
OVERALL STATUS
NOT COMPLETE
HERS VERIFIABLE MEASURES:
NOT COMPLETE
CF1 R INFORMATION - Certificate of Compliance (Document Lists Required Energy Features)
Certificate Type
Compliance
Registered Form
CF1R-PRF-01
Registered Date
2021-01-04 15:55:43
Registration
Number
220-P010177087B-000-000-0000000-0000
CF2R INFORMATION - Certificate of Installation (Documents the proper installation of required energy features)
System
Form
Registered Date
Registration Number
CF2R ENV 01 E
Fenestration Installation
2022-09-29 09:10:44
220-P010177087B-000-010-E01001A-0000
Sandy Jensen
(CHAMPION WINDOWS INC)
•1/
CF2R ENV 03 E
Insulation Installation
2022-09-28 12:21:27
220-P010177087B-000-010-E03001A-0000
Rebecca Handlen
(WALLCRAFT DRYWALL INC)
le<
CF2R ENV 21 H
QII-Framing Stage
2022-09-28 14:19:42
220-P010177087B-000-010-E21001A-0000
Robert G Richards
(Woodbridge Pacific Group, LLC)
1./
CF2R ENV 22 H
QII Insulation Installation
2022-09-28 14:19:42
220-P010177087B-000-010-E22001A-0000
Robert G Richards
(Woodbridge Pacific Group, LLC)
1./
CF2R LTG 01 E
Lighting
2022-09-28 10:31:56
220-P010177087B-000-010-L01001A-0000
Travis Schamber
(SCHAMBER ELECTRIC & SONS INC)
11
CA Building Energy Efficiency Standards
2019 Residential Compliance
HERS Provider: CaICERTS Inc.
Dec 2019
PROJECT STATUS REPORT
CaICERTS, Inc
Effective 10/06/2022 07:38
(Page 2 of 3)
CF2R-MCH-01-E
Space Conditioning Systems,
Ducts and Fans
2022-10-05 13:08:36
220-P010177087B-000-010-M01001A-0000
Frances E Zaruba
(TRUE AIR MECHANICAL)
f
System 1: Location
1
CF2R MCH 20 H
Duct Leakage
2022-10-05 13:08:36
220-P010177087B-000-010-M20001A-0000
Frances E Zaruba
(TRUE AIR MECHANICAL)
V
System 1: Location
1
CF2R MCH 23 H
Airflow
2022-10-05 13:08:36
220-P010177087B-000-010-M23001A-0000
Frances E Zaruba
(TRUE AIR MECHANICAL)
V
System 1: Location
1
CF2R MCH 22 H
Fan Efficacy
2022-10-05 13:08:36
220-P010177087B-000-010-M22001A-0000
Frances E Zaruba
(TRUE AIR MECHANICAL)
V
System 1
CF2R MCH 25 H
Refrigerant Charge
2022-10-05 13:08:36
220-P010177087B-000-010-M25001A-0000
Frances E Zaruba
(TRUE AIR MECHANICAL)
f
System 1
CF2R MCH 26 H
Rated Equipment
2022-10-05 13:08:37
220-P010177087B-000-010-M26001A-0000
Frances E Zaruba
(TRUE AIR MECHANICAL)
V
CF2R-MCH 27 H
IAQ and MV
2022-09-28 10:31:56
220-P010177087B-000-010-M27001A-0000
Travis Schamber
(SCHAMBER ELECTRIC & SONS INC)
f
Exhaust Fan 1
CF2R MCH 32 H
Local Mechanical Exhaust
2022-10-04 09:30:16
220-P010177087B-000-010-M32001A-0000
Robert G Richards
(Woodbridge Pacific Group, LLC)
it/
CF2R PLB 22 H
HERS SD HWS Distribution
2022-09-27 12:27:46
220-P010177087B-000-010-B22001A-0000
Cody Harrington
(PLUMBING CONCEPTS INC)
f
CF2R PVB 01 E
Photovoltaic Systems
2022-09-28 15:55:15
220-P010177087B-000-010-V01001A-0000
America Flores
(SUNRUN INSTALLATION SERVICES INC)
V
CF3R INFORMATION - Certificate of Verification (Documents the verification of HERS Measures)
System
Form
Registered Date
Registration Number
CF3R-ENV-21-H
(QII-Framing Stage)
-
CF3R-ENV-22-H
(al -Insulation Installation)
-
System 1: Location
1
CF3R-MCH-20-H
(Duct Leakage)
-
System 1: Location
1
CF3R-MCH-23-H
(Airflow)
II
System 1: Location
1
CF3R-MCH-22-H
(Fan Efficacy)
III
System 1
CF3R-MCH-25-H
(Refrigerant Charge)
III
CA Building Energy Efficiency Standards
2019 Residential Compliance
HERS Provider: CaICERTS Inc.
Dec 2019
PROJECT STATUS REPORT
CaICERTS, Inc
Effective 10/06/2022 07:38
(Page 3 of 3)
System 1
CF3R-MCH-26-H
(Rated Equipment)
III
CF3R-MCH-27-H
(IAQ and MV)
III
Exhaust Fan 1
CF3R MCH 32 H
(Local Mechanical Exhaust)
III
CF3R-PLB-22-H
(HERS SD HWS Distribution)
III
CaICERTS, Inc
HERS PROVIDER
CA Building Energy Efficiency Standards
HERS Provider: CaICERTS Inc.
2019 Residential Compliance Dec 2019
F
M
ESI
ESI/FME,INC.
STRUCTURAL ENGINEERS & CONSULTANTS
1800 E. 16th STREET - SANTA ANA, CA 92701 - 714-835-2800 - FAX 714-835-2819
STRUCTURAL OBSERVATION REPORT FORM
PAGE 1 of 1
PROJECT NAME
LA QUINTA
OWNER / DEVELOPER
WOODBRIDGE PACIFIC GROUP
ESI/FME JOB NO.
L325
ESI/FME FILE NO.
LOT 14_SO1
STRUCTURAL OBSERVER
NEAL S./S.ROSS
PROJECT LOCATION
LA QU!NTA, CA
BLDG#/TYPE
NIA
TRACT #
36537-1
FIELD REP.
MICHAEL SCHWARTZ
PLAN/ UNIT
3
REPORT NO.
1
ELEV.
CR
LOT #
14
DATE OF OBSERVATION
04-26-22105-06-22
n FOUNDATION
HARDWARE
(EMBEDS ONLY IF PT)
n FLOOR FRAMING
OBSERVED STRUCTURAL ELEMENTS
nSHEAR WALL ASSEMBLY nWALL FRAMING
0 ROOF FRAMING
(STEEL FRAME! COL.
nSHEAR TRANSFER
CONNECTIONS
n
DRAG TIES/STRUTS
& CONNECTIONS
LOCATION (based on non -reversed plan)
1 Garage:
Done
2 Golf Cart Garage: Done
3 Golf Cart Garage: Done
4 Garage: Done
5 Garage. Done
REMARKS
Edge nail the blocking across the sheathing per 25/SD1
Nail the HFXBX at the front post
Provide (2)2x4 studs below the girder truss
Provide an additional 2x4 stud below the girder truss bearing point at the exterior bearing point
The girder truss is installed ontop of the rear garage shear wall, rather than over bedroom 3. Provide 2x8 blocking
between the jack trusses ontop of the girder truss. Stitch nail to the top chord of the truss w116d's V 8" o.c.
Edge nail the roof sheathing to the blocking. Provide in lieu of the truss blocks per 371SD2
Provide an additional 2x6 cripple below the girder truss to bear on the 6x10 header
SKETCHES AND/ OR ADDITIONAL COMMENTS:
NOTE:
THE FRAMING ON THIS UNIT WAS FOUND TO BE IN GENERAL CONFORMANCE WITH THE
APPROVED CONSTRUCTION DOCUMENTS PREPARED BYESI/FME, INC.
PREPARED BY:
ESIIFME, Inc.
DATE:
05-06-22
file: ESISOFRM.xis REV 5/08
nCHECK IF COMMENTS / SKETCHES CONTINUED ON ATTACHED SHEET
DISCLAIMER: ESIIFME, INC. DID NOT INSPECT THE SUBJECT UNIT. THIS WAS A WALK-THROUGH
FRAMING REVIEW TO DETERMINE IF THE CONSTRUCTION SUBSTANTIALLY COMPLIES WITH THE
CONSTRUCTION DOCUMENTS AND STRUCTURAL DESIGN INTENT OUR REVIEW COVERED MAJOR
FRAMING ELEMENTS AS REFLECTED IN OUR CALCULATIONS. THIS REVIEW WAS BASED ON VISUAL
OBSERVATIONS AND THERE IS NO CLAIM, EITHER STATED OR IMPLIED, THAT ALL CONDITIONS WERE
OBSERVED. WE DO NOT CERTIFY OR GUARANTEE THE CONSTRUCTION WORK IN ANY WAY. OUR
VISIT DOES NOT RELIEVE THE DEVELOPERS, FRAMERS, CITY INSPECTORS AND DEPUTY INSPECTORS
CIF APPLICABL :. AS TO THEIR OBLIGATIONS TO FOLLOW THE PLANS AND ALL APPLICABLE CODES.
F f�
M 'I
ESI
ESI/FME,INCA
STRUCTURAL ENGINEERS & CONSULTANTS
1800 E. 16th STREET - SANTA ANA, CA 92701 - 714-835-2800 - FAX 714-835-2819
STRUCTURAL OBSERVATION REPORT FORM
PAGE 1 of 1
PROJECT NAME
LA QUINTA
OWNER / DEVELOPER
WOODBRIDGE PACIFIC GROUP
ESI/FME JOB NO.
L325
ESIJFME FILE NO.
LOT 15 SO1
STRUCTURAL OBSERVER
NEAL S./S.ROSS
PROJECT LOCATION
LA QUINTA, CA
BLDG#!TYPE
N/A
TRACT*
36537-1
FIELD REP,
MICHAEL SCHWARTZ
PLAN/ UNIT'
4
REPORT NO,
1
ELEV.
BR
LOT*
15
DATE OF OBSERVATION
04-26-22105-06-22
OBSERVED STRUCTURAL ELEMENTS
[] FOUNDATION
HARDWARE
(EMBEDS ONLY IF PT)
El FLOOR FRAMING
[]SHEAR WALL ASSEMBLY []WALL FRAMING
[] ROOF FRAMING
[]STEEL FRAME/ COL.
[]SHEAR TRANSFER
CONNECTIONS
n DRAG TIES/STRUTS
& CONNECTIONS
n
#
LOCATION (based on non -reversed plan)
REMARKS
1
Garage: Done
Edge nail the blocking across the sheathing per 251SD1
2
Garage' Done
Nail the HTT5 holdown at the front exterior shear wall
3
Golf Cart Garage: Done
Nail the HFXBX at the front harav frame
4
Garage: Done
Provide an additional stud below the girder truss bearing point
5
Mstr Bed- Done
Provide an additional 2x6 cripple to bear the girder truss on the header
6
Mstr Bed: Done
Edge nail the blocking across the sheathing per 251SD1
7
Golf Cart Garage: Done
Provide an additional stud below the girder truss bearing point
8
Golf Cart Garage: Done
Provide (2)2x4 studs below the front girder truss
SKETCHES AND/ OR ADDITIONAL. COMMENTS:
NOTE:
THE FRAMING ON THIS UNIT WAS FOUND TO BE IN GENERAL CONFORMANCE WITH THE
APPROVED CONSTRUCTION DOCUMENTS PREPARED BY ESIIFME, INC.
PREPARED BY:
ESIIFME. Inc.
DATE:
Q5-U6-22
file: ESISOFRMx1s REV.5/08
CHECK IF COMMENTS / SKETCHES CONTINUED ON ATTACHED SHEET
DISCLAIMER: ESIJFME, INC. DID NOT INSPECT THE SUBJECT UNIT. THIS WAS A WALK-THROUGH
FRAMING REVIEW TO DETERMINE IF THE CONSTRUCTION SUBSTANTIALLY COMPLIES WITH THE
CONSTRUCTION DOCUMENTS AND STRUCTURAL DESIGN INTENT. OUR REVIEW COVERED MAJOR
FRAMING ELEMENTS AS REFLECTED IN OUR CALCULATIONS. THIS REVIEW WAS BASED ON VISUAL
OBSERVATIONS AND THERE IS NO CLAIM, EITHER STATED OR IMPLIED, THAT ALL CONDITIONS WERE
OBSERVED. WE DO NOT CERTIFY OR GUARANTEE THE CONSTRUCTION WORK IN ANY WAY. OUR
VISIT DOES NOT RELIEVE THE DEVELOPERS, FRAMERS, CITY INSPECTORS AND DEPUTY INSPECTORS
;IF APPLICABLE: AS TO THEIR OBLIGATIONS TO FOLLOW THE PLANS AND ALL APPLICABLE CODES.
ESI/FME,INC.
STRUCTURAL ENGINEERS & CONSULTANTS
1800 E. 16th STREET - SANTA ANA. CA 92701 - 714-835-2800 - FAX 714-835-2819
STRUCTURAL OBSERVATION REPORT FORM
PROJECT NAME
LAQUJNTA
OWNER 1 DEVELOPER
WOODBRIDGE PACIFIC GROUP
ESI/FME JOB NO.
L325
ESI/FME FILE NO.
LOT 48_SO1
STRUCTURAL OBSERVER
NEAL S.IS.ROSS
PROJECT LOCATION
LA QUINTA, CA
BLDG#!TYPE
NIA
TRACT #
36537-1
FIELD REP.
MICHAEL SCHIWARTZ
PLANT UNIT
1
REPORT NO.
1
PAGE 1 of 1
ELEV.
B
LOT #
48
DATE OF OBSERVATION
04-26-22 145-06-22
OBSERVED STRUCTURAL ELEMENTS
nFOUNDATION SHEAR WALL ASSEMBLY 1 X WALL FRAMING
HARDWARE
(EMBEDS ONLY IF PT)
(FLOOR FRAMING M ROOF FRAMING nSTEEL FRAME/ COL.
nSHEAR TRANSFER nDRAG TIES/STRUTS
CONNECTIONS & CONNECTIONS
LOCATION (based on non -reversed plan}
REMARKS
1
2
3
4
Garage:
W.I.C.:
Parch:
Done
Done
Done
Golf Cart Garage Done
Edge nail the blocking across the sheathing per 251SD1
Provide a 4x6 post below the girder truss
Provide (2)2x4 cripples to bear the girder truss
Provide (2)2x4 cripples to bear the girder truss
SKETCHES AND/ OR ADDITIONAL COMMENTS:
NOTE:
THE FRAMING ON THIS UNIT WAS FOUND TO BE IN GENERAL CONFORMANCE WITH THE
APPROVED CONSTRUCTION DOCUMENTS PREPARED BY ESIIFME, INC.
PREPARED BY:
ESIIFME, Inc.
DATE:
05-06-22
file: ES1SOFFRM.rds REV_ 5A08
CHECK IF COMMENTS 1 SKETCHES CONTINUED ON ATTACHED SHEET
DISCLAIMER ESIIFME, INC DID NOT INSPECT THE SUBJECT UNIT. THIS WAS A WALK-THROUGH
FRAMING REVIEW TO DETERMINE IF THE CONSTRUCTION SUBSTANTIALLY COMPLIES WITH THE
CONSTRUCTION DOCUMENTS AND STRUCTURAL DESIGN INTENT OUR REVIEW COVERED MAJOR
FRAMING ELEMENTS AS REFLECTED 1N OUR CALCULATIONS THIS REVIEW WAS BASED ON VISUAL
OBSERVATIONS AND THERE IS NO CLAIM, EITHER STATED OR IMPLIED. THAT ALL CONDITIONS WERE
OBSERVED. WE DO NOT CERTIFY OR GUARANTEE THE CONSTRUCTION WORK IN ANY WAY. OUR
VISIT DOES NOT RELIEVE THE DEVELOPERS, FRAMERS, CITY INSPECTORS AND DEPUTY INSPECTORS
OF APPLICABLE; AS TO THEIR OBLIGATIONS TO FOLLOW THE PLANS AND ALL APPLICABLE CODES.
F
M
ESI
ESI/FME,INC,
STRUCTURAL ENGINEERS & CONSULTANTS
1800 E. 16th STREET - SANTA ANA, CA 92701 - 714-835-2800 - FAX 714-835-2819
STRUCTURAL OBSERVATION REPORT FORM
PAGE I of 1
PROJECT NAME
LA QUINTA
OWNER / DEVELOPER
WOODBRIDGE PACIFIC GROUP
ESI/FME JOB NO.
L325
ES!/FME FILE NO,
LOT 49_SO1
STRUCTURAL OBSERVER
NEAL S./S.ROSS
PROJECT LOCATION
LA QUINTA, CA
BLDG#/TYPE
NIA
TRACT #
36537-1
PLAN/ UNIT
2
FIELD REP.
MICHAEL SCHWARTZ
REPORT NO.
1
ELEV.
A
LOT #
49
DATE OF OBSERVATION
04-26-22 105-06-22
n FOUNDATION
HARDWARE
(EMBEDS ONLY IF PT)
f FLOOR FRAMING
OBSERVED STRUCTURAL ELEMENTS
FISH EAR WALL ASSEMBLY fVVALL FRAMING
n ROOF FRAMING
(STEEL FRAME/ COL.
nSHEAR TRANSFER
CONNECTIONS
n DRAG TIES/STRUTS
& CONNECTIONS
#
LOCATION (based on non -reversed plan)
REMARKS
1
Garage: ❑one
Edge nail the blocking across the sheathing per 25/SD1
2
Golf Cart Garage: ❑one
Provide (2) LTP4's from the 2x scab to the drag truss at the drag strap similar to 22/SD2
3
Porch: Done
Provide an all -thread bolt extension and coupler nut at the holdown shimmed with a ix. Nail the HTT5 to the 4x6
4
Entry. ❑one
Provide (2) LTP4's from the 2x scab to the drag truss at the drag strap similar to 221SD2
5
Bed 3: ❑one
Nail the MSTI36 strap at the drag truss
6
Master Bath: ❑one
Edge nail the blocking across the sheathing per 25/SD1
SKETCHES AND! OR ADDITIONAL COMMENTS:
NOTE•
THE FRAMING ON THIS UNIT WAS FOUND TO BE IN GENERAL CONFORMANCE WITH THE
APPROVED CONSTRUCTION DOCUMENTS PREPARED BY ESIIFME, INC.
PREPARED BY:
ESI/FME, Inc.
❑ATE:
05-05-22
CHECK IF COMMENTS / SKETCHES CONTINUED ON ATTACHED SHEET
DISCLAIMER: ESI/FME, INC. DID NOT INSPECT THE SUBJECT UNIT. THIS WAS A WALK-THROUGH
FRAMING REVIEW TO DETERMINE IF THE CONSTRUCTION SUBSTANTIALLY COMPLIES WITH THE
CONSTRUCTION DOCUMENTS AND STRUCTURAL DESIGN INTENT. OUR REVIEW COVERED MAJOR
FRAMING ELEMENTS AS REFLECTED IN OUR CALCULATIONS THIS REVIEW WAS BASED ON VISUAL
OBSERVATIONS AND THERE 15 NO CLAIM, EITHER STATED OR IMPLIED, THAT ALL CONDITIONS WERE
OBSERVED WE DO NOT CERTIFY OR GUARANTEE THE CONSTRUCTION WORK IN ANY WAY. OUR
VISIT DOES NOT RELIEVE THE DEVELOPERS, FRAMERS, CITY INSPECTORS AND DEPUTY INSPECTORS
(IF APPLICABL } AS TO THEIR OBLIGATIONS TO FOLLOW THE PLANS AND ALL APPLICABLE CODES
fife: ESISOFRP.I3ds REV 5/08
1
Certificate of Occupancy
Design and Development Department
GEM of the DESERT —
This Certificate is issued pursuant to the requirements of Chapter 1 Section R110 of the
California Residential Code, certifying that, at the time of issuance, this structure was in
compliance with the provisions of the Building Code and the various ordinances of the City
regulating building construction and/or use.
BUILDING ADDRESS: 80229 PLATINUM WY
Use classification: RESIDENTIAL - SINGLE FAMILY DWELLING Permit No.: BRES2022-0018
Occupancy Group: R-3/U Type of Construction: VB Land Use Zone: CT
Code Edition: 2019 Sprinkler Installed: YES Sprinkler Required: YES
By: MARK HUNT Owner of Building: WPG LA QUINTA LLC
Date: 10/17/2022 Address: 27271 LAS RAMBLAS STE 100
Building Official: A] ORTEGA
City, ST, ZIP: MISSION VIEJO, CA 92691
POST IN A CONSPICUOUS PLACE